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CBMH-203 <br />CBMH-202 <br />CB-201 <br />RIM 922.87 <br />INV 919.47 (15" OUT) <br />28 LF 15" RCP @ 0.50% <br />131 LF 1 <br />5 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />7 <br />1 <br />% <br />SMH-441 <br />SMH-442 SMH-443 <br />SMH-444 <br />13+00 <br />14+00 <br />15+00 16+0016+10L =8 7 .6 ,R =1 1 0 .5 <br />L=435.3,R=275.0 <br />910 <br />920 <br />930 <br />940 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />1.21%-1.30%0.57%PVIS: 15+50.32PVIE: 924.00923.43922.512+50 923.76921.913+00 923.33922.3923.16924.614+00 923.43922.7923.71922.915+00 924.00922.4919.616+00 16+50SMH-444SMH-443SMH-442SMH-441CBMH-202RIM 922.87INV 919.33 (E)INV 919.33 (S)131 LF 15" RCP @ 0.71%CBMH-203RIM 923.15INV 918.40 (N)INV 918.40 (SW)PVI STA = 12+97.07 <br />PVI ELEV = 924.00 <br />A.D. = -2.51% <br />K = 29.94 <br />75.00' VC <br />BVCS: 12+59.57BVCE: 923.54EVCS: 13+34.57EVCE: 923.51HIGH PT. STA = 12+95.74 <br />HIGH PT ELEV = 923.76 <br />PVI STA = 13+73.90 <br />PVI ELEV = 923.00 <br />A.D. = 1.86% <br />K = 40.24 <br />75.00' VC <br />BVCS: 13+36.40BVCE: 923.49EVCS: 14+11.40EVCE: 923.21LOW PT. STA = 13+88.59 <br />LOW PT ELEV = 923.15 <br />PLOTTED:COMM. NO. <br />DRAWING NO. <br />----17004 <br />ONEKA PRAIRIE <br />1 3 6 0 5 1 s t A v e n u e N . #1 0 0 <br />P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m <br />P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 <br />A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C <br />DRAWING TITLE <br />CHECKED BY:DRAWN:DESIGNED: <br />ATJRAT <br />04/11/2023 <br />REVISION LOG <br />DESCRIPTION OF REVISIONSNO.DATE <br />SOUTHWIND HOLDINGS, LLC <br />CONSTRUCTION DOCUMENTS <br />51317 <br />ADAM THIELE, PEPRINT NAME: <br />SIGNATURE: <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE <br />OF MINNESOTA. <br />DATE:LICENSE NO.04/11/2023 <br />1 5/15/23 REVISED PER CITY COMMENTS <br />2 5/31/23 REVISED PER CITY COMMENTSN <br />STREET & STORM SEWER - <br />STREET A - STA 12+50 TO <br />16+00SEE SHEET 13R <br />= <br />3 <br />0 <br />'R=45'R=90' <br />14 <br />0 20'40'1 <br />35